Bid Package 3 Plans 7 14068.pdf
PDF 5 MB Posted
- Solicitation number
- RFQ - 171 - 230000000060
- Issued by
- Houghton County, Dollar Bay CDP, Michigan
About this file
This document is a set of construction plans for Bid Package 3 of the TAP; Dollar Bay to Lake Linden Trail project, which is being managed by the Department of Technology, Management and Budget, State of Michigan. The project involves the construction of an 8-inch aggregate surface trail along a 60-foot right-of-way, including the installation of 24-inch culverts, slope restoration, and plunge pools. The plans provide detailed information on the trail alignment, grading, and drainage structures. The bid submission deadline is 2:00 PM on an unspecified date, and the contract will be awarded by the State of Michigan. The project location spans portions of Houghton County and the Dollar Bay CDP.
The contract pricing terms, funding sources, and other salient details are not included in the provided construction plans. However, the plans indicate that the project will require clearing, culvert repairs, and bypass pumping of the stream flow during construction. Bidders are instructed to submit questions via email to the project manager rather than through the online SIGMA VSS system, and electronic bid submissions must be uploaded to SIGMA VSS.
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
(60' R.O.W.)
KEY PLAN
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CULV, END SECT, 24 INCH (TYP)
CULV, CL C, 24 INCH
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
SLOPE RESTORATION, TYPE D
PLUNGE POOL, SEE
STANDARD DETAIL ON SHEET 58
TIE INTO EXISTING STRUCTURE
AGGREGATE SURFACE CSE, 8 INCH
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86 Ft 24" Culv, CL C, Conc @ 16.40%
PROP GRADE @ ℄
APPROX EXC LIMITS
APPROX EXC LIMITS
44 Ft 24" Culv, CL B @ 10.87%
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PROP GRADE @ ℄
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(60' R.O.W.)
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SEE SHEET 60 FOR STRUCTURAL REPAIRS AND DETAILS
PERFRORM CLEARING AS NEEDED
TO ACCESS INLET AND OUTLET OF
PIPE FOR STRUCTURAL REPAIRS
RIPRAP BYPASS DISCHARGE CHANNEL
PERFRORM CLEARING AS NEEDED
TO ACCESS INLET AND OUTLET OF
PIPE FOR STRUCTURAL REPAIRS
BYPASS PUMP STREAM FLOW DURING CULVERT REPAIRS
LIMITS OF CLEARING, TYP
MHarmon Arrow
MHarmon Arrow
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7136-20-0040
(60' R.O.W.)
(60' R.O.W.)
E
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JUNCTION RD
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TAMARACK HILL RD
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AGGREGATE SURFACE CSE, 8 INCH
SLOPE RESTORATION, TYPE D
CULV, CL B, 24 INCH
TIE INTO EXISTING
STRUCTURE
PLUNGE POOL, SEE STANDARD DETAIL ON SHEET
CULVERT REPAIRS, SEE SHEET 60 FOR
STRUCTURAL WORK AND DETAILS
166+00
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APPROX EXC LIMITS
64 FT 24" Culv, CL B @ 6.25%
PROP GRADE @ ℄
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PH. 906.482.0535
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EXISTING 5'X5' OUTLET BOX CULVERT SHOWN ARE APPROXIMATE
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60402010
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424 HANCOCK STREET
HANCOCK, MICHIGAN 49930
PH. 906.482.0535
F 906.482.6453
7136-20-0040
(60' R.O.W.)
(6 ' R
.O .W
E
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G
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JUNCTION RD
OSCEOLA HILL RD
TAMARACK HILL RD
NTS
CLEARING
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